CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/10/13 HIGHWAY: FM 157 COUNTY: 08/11/2009 ESTIMATE PAID: AWARD DATE: 08/27/2009 ESTIMATE PERIOD:
|
|
|
- Andra Chandler
- 6 years ago
- Views:
Transcription
1 118, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/10/ CONTRACT ID: PROJECT: STP 2009(879)MM CONTRACT: AWARD AMOUNT: $2,833, PROJECTED AMOUNT: $2,858, ADJ. PROJECTED AMOUNT: $2,976, CONTRACT: CONTRACTOR: DOUGHTIE CONSTRUCTION CO., INC. HIGHWAY: FM 157 DISTRICT NAME: Fort Worth COUNTY: TARRANT AREA ENGINEER: Gregory Cedillo, P.E. AREA NUMBER: 054 ESTIMATE NUMBER: 0026 LETTING DATE: 08/11/2009 ESTIMATE PAID: AWARD DATE: 08/27/2009 ESTIMATE PERIOD: 04/24/2012 to 06/24/2013 NOTICE TO PROCEED DATE: 09/17/2009 ESTIMATE TYPE: FINL WORK BEGIN DATE: 03/15/2010 % COMPLETE: 10 ACCEPTED DATE: 05/04/2012 % TIME USED: PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: RECAPITULATION TOTAL TO DATE PREV TO DATE THIS ESTIMATE EARNINGS $2,881, $2,864, PARTICIPATING NON-PARTICIPATING $2,881, $2,864, RETAINAGE LIQUIDATED DAMAGES ($75,20) ($75,20) INCENTIVE DISINCENTIVE OTHER ADJUSTMENTS $16, $16, PAID TO CONTRACTOR $2,806, $2,789, $16, CONTRACT ADJUSTMENTS THIS ESTIMATE LINE ADJUSTMENTS THIS ESTIMATE ADJUSTMENT DESCRIPTION: ADJUSTMENT AMOUNT: REMARKS: ADJUSTMENT DESCRIPTION: ADJUSTMENT AMOUNT: REMARKS: ***There are no Contract Adjustments for this estimate*** ***There are no Line Item Adjustments for this estimate*** CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR AREA/PROJECT ENGINEER DATE
2 CONTRACTOR'S ESTIMATE PACKAGE Page 2 of 11 CONTRACT TIME STATEMENT WORK BEGIN DATE: 03/15/2010 ASSESSED LIQ DAMAGES: 94 TIME CHARGES BEGIN: 03/15/2010 LIQ DAMAGE RATE: $80 BID DAYS: 235 LIQUIDATED DAMAGES: 94 C. O. ADJUSTED DAYS: 90 DAYS AT CURRENT DAYS: 325 PER DAY $80 DAYS CHARGED TO DATE: 419 TOTAL: $75,20 PHYSICAL WORK COMPLETE: 00/00/0000 DAILY BREAKDOWN Date Days or Days Charged Days Credited 12/28/ WORKING ON RECORDS 02/11/ AO PAYMENTS 06/21/ FINAL PAYMENTS Diary Adjustment PERIOD SUMMARY Date or Days Days Days Charged Credited OTHER - SEE RMRKS 3
3 CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 11 WORK PERFORMED THIS PERIOD PROJECT STP 2009(879)MM CONTROL CATEGORY 001 DESCRIPTION ALL S LINE DESCRIPTION QTY THIS ESTIMATE AMOUNT PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date PRESTR CONC BEAM (TY IV) LF $9.00 1, , CL C CONC FOR EXT STR (ABUT) CY 1, $ CL C CONC FOR EXT STR (BENT) CY 2, $ MOBILIZATION LS 400, $12, PED DETECT (2 INCH PUSH BTN) EA $1, UNIQUE CHANGE ORDER 5 DOL 1, $3, SUPP DESCR Expansion Joint Cover Plates (UOM: EA) TOTAL EARNINGS THIS ESTIMATE $16,917.30
4 CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 11 CONTRACT LINE S PROJECT CATEGORY STP 2009(879)MM CONTROL DESCRIPTION ALL S LINE DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT $ PREPARING ROW STA 1, , REMOVING CONC (RIPRAP) CY EXCAVATION (ROADWAY) CY , , , EMBANKMENT (FINAL)(DENS CONT)(TY D) CY , , , BLOCK SODDING SY BROADCAST SEED (TEMP) (WARM) SY , , BROADCAST SEED (TEMP) (COOL) SY , , D-GR HMA(QCQA) TY-D PG64-22 TON 70 1, , , D-GR HMA(QCQA) TY-F SAC-A PG76-22 TON 80 1, , , CONC PVMT (CONT REINF-CRCP)(8") SY , CONC PVMT (CONT REINF-CRCP)(9") SY 60 1, , , CONC PVMT (CONT REINF-CRCP)(HES)(8") SY , CONC PAV (CONT REINF CRCP)(9")(CL HES) SY 70 1, , FULL-DEPTH REPAIR CRCP (6") HES SY , DRILL SHAFT (30 IN) LF , DRILL SHAFT (36 IN) LF , DRILL SHAFT (TRF SIG POLE) (30 IN) LF , DRILL SHAFT (TRF SIG POLE) (36 IN) LF , DRILL SHAFT (TRF SIG POLE) (48 IN) LF , REINF CONC SLAB (EXT SLAB) SF , ,08 286, PRESTR CONC BEAM (TY IV) LF 150 1, , , CONC SURF TREAT (CLASS II) SY , , , CNC STR REP (VERTICAL OR OVERHEAD) SF CL C CONC FOR EXT STR (ABUT) CY 1, , CL C CONC FOR EXT STR (BENT) CY 2, , CL S CONC FOR EXT STR (APPR SLAB) CY , RIPRAP (CONC)(4 IN) CY , CLEAN AND SEAL EXIST JOINTS LF RAIL (TY C221) LF , RAIL (HANDRAIL)(TY E) LF , RAIL (TY T221) LF , ARMOR JOINT (WITH SEAL) LF , HEADER TYPE EXPANSION JOINT CF , MOBILIZATION LS 400, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4, , TEMPORARY SEDIMENT CONTROL FENCE LF , , , PORT CTB (DES SOURCE)(SAFETY SH)(TY 1) LF 20 2,640 1,020 3,99 87, PORT CTB (MOVE)(SAFETY SH)(TY 1) LF , ,22 8, PORT CTB (STKPL)(SAFETY SH)(TY 1) LF ,640 1,020 4,14 20, PORT CTB (STKPL)(LOW PROF)(TY 1) LF , PORT CTB (STKPL)(LOW PROF)(TY 2) LF COLORED TEXTURED CONC (4") SY , CONC CURB (MONO) (TY I) LF CONC CURB (MONO) (TY II) LF , ,71 18,56
5 CONTRACTOR'S ESTIMATE PACKAGE Page 5 of 11 CATEGORY 001 DESCRIPTION ALL S LINE DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT $ CURB RAMPS (TY 1) EA 2, , CONC SIDEWLKS (4") SY , MTL W-BEAM GD FEN (TIM POST) LF , , TERMINAL ANCHOR SECTION EA , MTL BEAM GD FEN TRANS (TL2) EA REMOVING METAL BEAM GUARD FENCE LF ,05 3, REMOVING TERMINAL ANCHOR SECTION EA REMOVING MTL BM GD FEN TRANS (TL2) LF GUARDRAIL END TREATMENT (INSTALL) EA 1, , CRASH CUSH ATTEN (INSTL) EA 20, , CRASH CUSH ATTEN (MOVE & RESET) EA 1, , CRASH CUSH ATTEN (REMOVE) EA 1, , INS RD IL AM (U/P) (TY 1) (.15KW)S EA 1, , REMOVE RD IL ASM (U/P) EA , CONDT (PVC) (SCHD 40) ( 2") LF , CONDT (PVC) (SCHD 40) (3") LF , CONDT (PVC) (SCHD 40) (3") (BORE) LF , CONDT (RM) (3/4") LF ,010 1,01 15, ELEC CONDR (NO. 6) INSULATED LF ELEC CONDR (NO. 8) BARE LF , , , ELEC CONDR (NO.12) BARE LF ,150 1,15 2, ELEC CONDR (NO.12) INSULATED LF ,300 2,30 4, TRAY CABLE (4 CONDR) (12 AWG) LF , GROUND BOX TY D (162922) W/APRON EA , ELC SRV TY D 120/ (NS)SS(E)PS(U) EA 3, , ALUMINUM SIGNS (TY A) SF ALUMINUM SIGNS (TY O) SF , INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA , INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA , INS SM RD SN SUP&AM TY S80(1) SA(T) EA , REMOVE SM RD SN SUP & AM EA , INSTALL LRSS (STRUCT STEEL) LB , , , REMOVE HWY SIGN LIGHT FIXT EA REMOVE SIGN WALKWAY EA , WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF , ,90 1, WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF , , , WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF , , , WK ZN PAV MRK NON-REMOV (W) 24" (SLD) LF , WK ZN PAV MRK NON-REMOV (W) (ARROW) EA WK ZN PAV MRK NON-REMOV (W) (WORD) EA WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF , , , WK ZN PAV MRK REMOV (W) 8" (SLD) LF WK ZN PAV MRK REMOV (Y) 4" (SLD) LF , , , REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF , , , REFL PAV MRK TY I (W) 4" (DOT)(100MIL) LF REFL PAV MRK TY I (W) 4" (LNDP)(100MIL) LF REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF , , , REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF , , ,004.42
6 CONTRACTOR'S ESTIMATE PACKAGE Page 6 of 11 CATEGORY 001 DESCRIPTION ALL S LINE DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT $ REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF , , REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF , REFL PAV MRK TY I (W) (ARROW) (100MIL) EA , REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA , REFL PAV MRK TY I (W) (WORD) (100MIL) EA , REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF , , , REFL PAV MRK TY I (Y) 8" (SLD)(100MIL) LF REFL PAV MRK TY I (Y) 12"(SLD)(100MIL) LF REFL PAV MRKR TY II-A-A EA REFL PAV MRKR TY II-C-R EA , ELIM EXT PAV MRK & MRKS ( 4") LF , ,44 1, ELIM EXT PAV MRK & MRKS ( 8") LF , INSTALL HWY TRF SIG (ISOLATED) EA 7, , LOUVER (12 IN) ( 7 DEG) EA PED SIG SEC (12 IN) LED (2 INDICATIONS) EA , BACK PLATE (12 IN) (3 SEC) ALUM EA , VEH SIG SEC (12 IN)LED(HOUSE ONLY)ALUM EA , TRF SIG CBL (TY A) (14 AWG) ( 6 CONDR) LF , , , TRF SIG CBL (TY A) (14 AWG) (16 CONDR) LF ,55 4, INSTL RDSD FLSH BEACON ASSM(SOLAR PWRD) EA 8, , INS TRF SIG PL AM(S) 1 ARM (28') LUM EA 5, , INS TRF SIG PL AM(S) 1 ARM (40') LUM EA 7, , INS TRF SIG PL AM(S) 1 ARM (44') LUM EA 7, , INS TRF SIG PL AM(S) 1 ARM (48') LUM EA 7, , INS TRF SIG PL AM(S) 1 ARM (60') LUM EA 14, , PED POLE ASSEMBLY EA 1, , PED DETECT (2 INCH PUSH BTN) EA , LITTER REMOVAL CYC EPOXY INJECTION (TY IX) LF , BIODGRD EROSION CONTROL LOGS (18" DIA) LF REMOVING TRAFFIC SIGNALS EA 1, , REMOVE OVERHEAD SIGN PANELS EA , VIVIDS CAMERA SYS (INSTALLATION ONLY) EA 2, , PORTABLE CHANGEABLE MESSAGE SIGN DAY , OFF-DUTY UNIFORM POLICE OFFICER DOL 0 25, , , UNIQUE CHANGE ORDER 1 DOL , ,08 8, EMULSION AHALT (CSS-1P) (GAL) UNIQUE CHANGE ORDER 2 DOL 9, , Lane Closures for Underpass Lighting (LS) UNIQUE CHANGE ORDER 3 DOL 36, , BENTS 2, 3 & 4 REWORK(LS) UNIQUE CHANGE ORDER 4 DOL 4, , ADDTIONAL SURVEY - BENTS 2,3 & 4 REWORK(LS) UNIQUE CHANGE ORDER 5 DOL 1, , Expansion Joint Cover Plates (UOM: EA) Category Subtotal $2,881,766.02
7 CONTRACTOR'S ESTIMATE PACKAGE Page 7 of 11 PROJECT STP 2009(879)MM CONTROL CATEGORY 001 DESCRIPTION ALL S LINE DESCRIPTION SUPP DESCRIPTION BID NET CO QTY PAID TO DATE AMOUNT ($) COMPOST MANUF TOPSOIL (PB) (4") SY , CELL FBR MLCH SEED(PERM)(URBAN)(CLAY) SY , VEGETATIVE WATERING MG SALV, HAUL & STKPL RCL APH PV (6 TO 8") SY PRIME COAT (AE-P) GAL PLAN & TEXT AH CONC PAV(0" TO 2") SY , , AH BINDER(PG 64-22) GAL , , FABRIC SY , , STR STL (MISCELLANEOUS) LB EARTHWORK (ERSN & SEDM CONT, IN VEH) CY PORT CTB (DES SOURCE)(LOW PROF)(TY 1) LF PORT CTB (DES SOURCE)(LOW PROF)(TY 2) LF CONC CURB (TY II) LF CURB RAMPS (TY 7) EA 2, GUARDRAIL END TREATMENT (MOVE & RESET) EA CONDT (RM) (1 1/4") LF ELEC CONDR (NO. 8) INSULATED LF INSTL DEL ASSM (D-SW)SZ 1(FLX)GF2 EA INSTL DEL ASSM (D-SW)SZ (TYC)CTB EA INSTL DEL ASSM (D-SY)SZ 1(FLX)GND EA INSTL DEL ASSM (D-SY)SZ 1(FLX)GF2 EA INSTL DEL ASSM (D-SY)SZ (TYC)CTB EA INSTL OM ASSM (OM-2Z)(FLX)GND EA INSTL OM ASSM (OM-3R)(FLX)SLF EA INSTL DEL ASSM (D-SW)SZ 1(FLX)GND EA WK ZN PAV MRK NON-REMOV (W) 4" (DOT) LF WK ZN PAV MRK NON-REMOV (W) 4" (LNDP) LF WK ZN PAV MRK NON-REMOV (W) 12" (SLD) LF WK ZN PAV MRK NON-REMOV (Y) 8" (SLD) LF WK ZN PAV MRK REMOV (W) 4" (BRK) LF WK ZN PAV MRK REMOV (W) 4" (DOT) LF REF PAV MRK TY II (W) 4" (BRK) LF , REF PAV MRK TY II (W) 4" (DOT) LF REF PAV MRK TY II (W) 4" (LNDP) LF REF PAV MRK TY II (W) 4" (SLD) LF , REF PAV MRK TY II (W) 8" (SLD) LF , REF PAV MRK TY II (W) 12" (SLD) LF REF PAV MRK TY II (W) 24" (SLD) LF REF PAV MRK TY II (W) (ARROW) EA REF PAV MRK TY II (W) (DBL ARROW) EA REF PAV MRK TY II (W) (WORD) EA REF PAV MRK TY II (Y) 4" (SLD) LF , REF PAV MRK TY II (Y) 8" (SLD) LF REF PAV MRK TY II (Y) 12" (SLD) LF PAV SURF PREP FOR MRK ( 4") LF ,
8 CONTRACTOR'S ESTIMATE PACKAGE Page 8 of PAV SURF PREP FOR MRK ( 8") LF , PAV SURF PREP FOR MRK (12") LF PAV SURF PREP FOR MRK (24") LF PAV SURF PREP FOR MRK (ARROW) EA PAV SURF PREP FOR MRK (DBL ARROW) EA PAV SURF PREP FOR MRK (RPM) EA PAV SURF PREP FOR MRK (WORD) EA FULL-WIDTH MOWING CYC 1, CLEANING/SWEEPING (OUTSIDE MAIN LANE) CYC 1, CLEANING/SWEEPING (FRONTAGE ROAD) CYC 1, MATERIAL ON HAND DOL 0 1, PAYMENT ADJUSTMENT-POS DOL 0 1, PAYMENT ADJUSTMENT-NEG DOL -0 2, Category Subtotal TOTAL EARNINGS THIS CONTRACT $2,881,766.02
9 CONTRACTOR'S ESTIMATE PACKAGE Page 9 of 11 CONSTRUCTION ESTIMATE COMBINED DESCRIPTION BID QTY PAID TO DATE AMOUNT ($) PREPARING ROW STA 1, , REMOVING CONC (RIPRAP) CY EXCAVATION (ROADWAY) CY , , , EMBANKMENT (FINAL)(DENS CONT)(TY D) CY , , , BLOCK SODDING SY BROADCAST SEED (TEMP) (WARM) SY ,55 2, BROADCAST SEED (TEMP) (COOL) SY ,55 5, D-GR HMA(QCQA) TY-D PG64-22 TON 70 1, , , D-GR HMA(QCQA) TY-F SAC-A PG76-22 TON 80 1, , , CONC PVMT (CONT REINF-CRCP)(8") SY , CONC PVMT (CONT REINF-CRCP)(9") SY 60 1,98 2, , CONC PVMT (CONT REINF-CRCP)(HES)(8") SY , CONC PAV (CONT REINF CRCP)(9")(CL HES) SY 70 1, , FULL-DEPTH REPAIR CRCP (6") HES SY , DRILL SHAFT (30 IN) LF , DRILL SHAFT (36 IN) LF , DRILL SHAFT (TRF SIG POLE) (30 IN) LF , DRILL SHAFT (TRF SIG POLE) (36 IN) LF , DRILL SHAFT (TRF SIG POLE) (48 IN) LF , REINF CONC SLAB (EXT SLAB) SF ,88 15, , PRESTR CONC BEAM (TY IV) LF 150 1, , , CONC SURF TREAT (CLASS II) SY , , , CNC STR REP (VERTICAL OR OVERHEAD) SF CL C CONC FOR EXT STR (ABUT) CY 1, , CL C CONC FOR EXT STR (BENT) CY 2, , CL S CONC FOR EXT STR (APPR SLAB) CY , RIPRAP (CONC)(4 IN) CY , CLEAN AND SEAL EXIST JOINTS LF RAIL (TY C221) LF , RAIL (HANDRAIL)(TY E) LF , RAIL (TY T221) LF , ARMOR JOINT (WITH SEAL) LF , HEADER TYPE EXPANSION JOINT CF , MOBILIZATION LS 400, , BARRICADES, SIGNS AND TRAFFIC HANDLING MO 4, , TEMPORARY SEDIMENT CONTROL FENCE LF , , , PORT CTB (DES SOURCE)(SAFETY SH)(TY 1) LF 20 2,64 3,990 87, PORT CTB (MOVE)(SAFETY SH)(TY 1) LF ,05 2,220 8, PORT CTB (STKPL)(SAFETY SH)(TY 1) LF ,64 4,140 20, PORT CTB (STKPL)(LOW PROF)(TY 1) LF , PORT CTB (STKPL)(LOW PROF)(TY 2) LF COLORED TEXTURED CONC (4") SY , CONC CURB (MONO) (TY I) LF
10 CONTRACTOR'S ESTIMATE PACKAGE Page 10 of CONC CURB (MONO) (TY II) LF , ,710 18, CURB RAMPS (TY 1) EA 2, , CONC SIDEWLKS (4") SY , MTL W-BEAM GD FEN (TIM POST) LF , , TERMINAL ANCHOR SECTION EA , MTL BEAM GD FEN TRANS (TL2) EA REMOVING METAL BEAM GUARD FENCE LF ,050 3, REMOVING TERMINAL ANCHOR SECTION EA REMOVING MTL BM GD FEN TRANS (TL2) LF GUARDRAIL END TREATMENT (INSTALL) EA 1, , CRASH CUSH ATTEN (INSTL) EA 20, , CRASH CUSH ATTEN (MOVE & RESET) EA 1, , CRASH CUSH ATTEN (REMOVE) EA 1, , INS RD IL AM (U/P) (TY 1) (.15KW)S EA 1, , REMOVE RD IL ASM (U/P) EA , CONDT (PVC) (SCHD 40) ( 2") LF , CONDT (PVC) (SCHD 40) (3") LF , CONDT (PVC) (SCHD 40) (3") (BORE) LF , CONDT (RM) (3/4") LF ,010 15, ELEC CONDR (NO. 6) INSULATED LF ELEC CONDR (NO. 8) BARE LF ,24 1, , ELEC CONDR (NO.12) BARE LF ,150 2, ELEC CONDR (NO.12) INSULATED LF ,300 4, TRAY CABLE (4 CONDR) (12 AWG) LF , GROUND BOX TY D (162922) W/APRON EA , ELC SRV TY D 120/ (NS)SS(E)PS(U) EA 3, , ALUMINUM SIGNS (TY A) SF ALUMINUM SIGNS (TY O) SF , INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA , INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA , INS SM RD SN SUP&AM TY S80(1) SA(T) EA , REMOVE SM RD SN SUP & AM EA , INSTALL LRSS (STRUCT STEEL) LB , , , REMOVE HWY SIGN LIGHT FIXT EA REMOVE SIGN WALKWAY EA , WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF ,22 2,900 1, WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF , , , WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF , , , WK ZN PAV MRK NON-REMOV (W) 24" (SLD) LF , WK ZN PAV MRK NON-REMOV (W) (ARROW) EA WK ZN PAV MRK NON-REMOV (W) (WORD) EA WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF , , , WK ZN PAV MRK REMOV (W) 8" (SLD) LF WK ZN PAV MRK REMOV (Y) 4" (SLD) LF , , , REFL PAV MRK TY I (W) 4" (BRK)(100MIL) LF , , , REFL PAV MRK TY I (W) 4" (DOT)(100MIL) LF REFL PAV MRK TY I (W) 4" (LNDP)(100MIL) LF REFL PAV MRK TY I (W) 4" (SLD)(100MIL) LF , , , REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF ,64 3, ,004.42
11 CONTRACTOR'S ESTIMATE PACKAGE Page 11 of REFL PAV MRK TY I (W) 12"(SLD)(100MIL) LF , , REFL PAV MRK TY I (W) 24"(SLD)(100MIL) LF , REFL PAV MRK TY I (W) (ARROW) (100MIL) EA , REFL PAV MRK TY I(W)(DBL ARROW)(100MIL) EA , REFL PAV MRK TY I (W) (WORD) (100MIL) EA , REFL PAV MRK TY I (Y) 4" (SLD)(100MIL) LF , , , REFL PAV MRK TY I (Y) 8" (SLD)(100MIL) LF REFL PAV MRK TY I (Y) 12"(SLD)(100MIL) LF REFL PAV MRKR TY II-A-A EA REFL PAV MRKR TY II-C-R EA , ELIM EXT PAV MRK & MRKS ( 4") LF ,18 3,440 1, ELIM EXT PAV MRK & MRKS ( 8") LF , INSTALL HWY TRF SIG (ISOLATED) EA 7, , LOUVER (12 IN) ( 7 DEG) EA PED SIG SEC (12 IN) LED (2 INDICATIONS) EA , BACK PLATE (12 IN) (3 SEC) ALUM EA , VEH SIG SEC (12 IN)LED(HOUSE ONLY)ALUM EA , TRF SIG CBL (TY A) (14 AWG) ( 6 CONDR) LF , , , TRF SIG CBL (TY A) (14 AWG) (16 CONDR) LF ,550 4, INSTL RDSD FLSH BEACON ASSM(SOLAR PWRD) EA 8, , INS TRF SIG PL AM(S) 1 ARM (28') LUM EA 5, , INS TRF SIG PL AM(S) 1 ARM (40') LUM EA 7, , INS TRF SIG PL AM(S) 1 ARM (44') LUM EA 7, , INS TRF SIG PL AM(S) 1 ARM (48') LUM EA 7, , INS TRF SIG PL AM(S) 1 ARM (60') LUM EA 14, , PED POLE ASSEMBLY EA 1, , PED DETECT (2 INCH PUSH BTN) EA , LITTER REMOVAL CYC EPOXY INJECTION (TY IX) LF , BIODGRD EROSION CONTROL LOGS (18" DIA) LF REMOVING TRAFFIC SIGNALS EA 1, , REMOVE OVERHEAD SIGN PANELS EA , VIVIDS CAMERA SYS (INSTALLATION ONLY) EA 2, , PORTABLE CHANGEABLE MESSAGE SIGN DAY , OFF-DUTY UNIFORM POLICE OFFICER DOL 0 25,00 29, , UNIQUE CHANGE ORDER 1 DOL ,080 8, EMULSION AHALT (CSS-1P) (GAL) UNIQUE CHANGE ORDER 2 DOL 9, , Lane Closures for Underpass Lighting (LS) UNIQUE CHANGE ORDER 3 DOL 36, , BENTS 2, 3 & 4 REWORK(LS) UNIQUE CHANGE ORDER 4 DOL 4, , ADDTIONAL SURVEY - BENTS 2,3 & 4 REWORK(LS) UNIQUE CHANGE ORDER 5 DOL 1, , Expansion Joint Cover Plates (UOM: EA) TOTAL EARNINGS TO DATE $2,881,766.02
CONTRACTOR'S ESTIMATE PACKAGE
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/18-12.00 90 CONTRACT ID: 090922173 PROJECT: STP 2017(464)HES CONTRACT: 03173039 AWARD : $372,720.55 PROJECTED : $390,152.55 ADJ. PROJECTED : $390,152.55
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 10 COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:
27,403.21 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 92 3.00 CONTRACT ID: 014011044 PROJECT: NH 1702(546) CONTRACT: 07173217 AWARD : $4,567,928.75 PROJECTED : $4,985,095.63 ADJ. PROJECTED : $5,012,498.84
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 07/12/2017 ESTIMATE PAID: AWARD DATE: 07/27/2017 ESTIMATE PERIOD:
38,587.97 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 208 5.00 CONTRACT ID: 091800267 : STP 1702(453) CONTRACT: 07173236 AWARD : $1,699,468.03 ED : $1,727,168.03 ADJ. ED : $1,765,756.00 CONTRACT:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 HIGHWAY: RM 2721 COUNTY: 09/07/2012 ESTIMATE PAID: AWARD DATE: 09/27/2012 ESTIMATE PERIOD:
-58,265.40 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/17 517-7.00 8 CONTRACT ID: 271901008 PROJECT: STP 2013(029)HES CONTRACT: 09123212 AWARD AMOUNT: $2,899,581.31 PROJECTED AMOUNT: $2,928,572.31
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 309 COUNTY: 12/06/2017 ESTIMATE PAID: AWARD DATE: 12/14/2017 ESTIMATE PERIOD:
0.00 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 102 CONTRACT ID: 057401029 : BR 2018(319) CONTRACT: 12173211 AWARD : $2,595,950.00 ED : $2,833,949.00 ADJ. ED : $2,833,949.00 CONTRACT: CONTRACTOR:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 03/06/2018 ESTIMATE PAID: AWARD DATE: 03/29/2018 ESTIMATE PERIOD: 00/00/0000 % TIME USED:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 83 CONTRACT ID: 003917196 PROJECT: BR 2018(635) CONTRACT: 03183013 AWARD : $1,104,702.01 PROJECTED : $1,131,702.01 ADJ. PROJECTED : $1,131,702.01 CONTRACT:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/06/17 HIGHWAY: SH 44 COUNTY: 04/02/2014 ESTIMATE PAID: AWARD DATE: 04/24/2014 ESTIMATE PERIOD:
112,067.24 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/06/17 167-13.00 35.00 CONTRACT ID: 008701104 PROJECT: NH 2014(565) CONTRACT: 04143012 AWARD : $3,126,804.84 PROJECTED : $3,176,515.84 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 HIGHWAY: FM 462 COUNTY: 09/09/2011 ESTIMATE PAID: AWARD DATE: 09/29/2011 ESTIMATE PERIOD:
304,734.52 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/15 299 107.00 CONTRACT ID: 084801039 PROJECT: STP 2012(035) CONTRACT: 09113222 AWARD : $2,072,108.71 PROJECTED : $2,084,109.71 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: IH 20 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
462,346.70 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 332 13 CONTRACT ID: 000514080 PROJECT: IM 0201(189) CONTRACT: 04153049 AWARD : $11,801,426.99 PROJECTED : $12,168,144.19 ADJ. PROJECTED :
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 HIGHWAY: US 82 COUNTY: 04/07/2015 ESTIMATE PAID: AWARD DATE: 04/30/2015 ESTIMATE PERIOD:
3,525.14 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 28 CONTRACT ID: 004604060 PROJECT: NH 1502(056) CONTRACT: 04153051 AWARD : $407,780.13 PROJECTED : $411,881.13 ADJ. PROJECTED : $415,406.27
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/10/18 HIGHWAY: IH 10 COUNTY: 06/07/2016 ESTIMATE PAID: AWARD DATE: 07/13/2016 ESTIMATE PERIOD:
123,812.90 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/10/18 465 CONTRACT ID: 007207068 PROJECT: STP 1602(184)MM CONTRACT: 06163016 AWARD : $7,586,328.53 PROJECTED : $7,586,328.51 ADJ. PROJECTED : $7,710,141.41
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: FM 373 COUNTY: 05/02/2018 ESTIMATE PAID: AWARD DATE: 05/24/2018 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 22 CONTRACT ID: 082301029 PROJECT: STP 2018(824) CONTRACT: 05183218 AWARD : $2,899,372.26 PROJECTED : $2,911,372.26 ADJ. PROJECTED : $2,911,372.26 CONTRACT:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 HIGHWAY: FM 532 COUNTY: 02/10/2016 ESTIMATE PAID: AWARD DATE: 02/25/2016 ESTIMATE PERIOD:
29,097.60 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 126 CONTRACT ID: 100703021 PROJECT: STP 2016(509) CONTRACT: 02163245 AWARD : 2,844,207.34 PROJECTED : 2,915,909.34 ADJ. PROJECTED : 2,945,006.94
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 HIGHWAY: US 83 COUNTY: 12/02/2014 ESTIMATE PAID: AWARD DATE: 12/18/2014 ESTIMATE PERIOD:
295,531.64 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 393-153.00 CONTRACT ID: 003605033 PROJECT: STP 2015(350) CONTRACT: 12143021 AWARD : $6,989,144.86 PROJECTED : $6,989,144.86 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 06/07/17 HIGHWAY: FM 534 COUNTY: 05/05/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
15,466.31 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 06/07/17 136-11.00 2.00 CONTRACT ID: 180801028 PROJECT: STP 1502(152)HES CONTRACT: 05153036 AWARD : $2,602,993.61 PROJECTED : $2,602,993.61 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: COUNTY: 06/06/2018 ESTIMATE PAID: AWARD DATE: 06/28/2018 ESTIMATE PERIOD:
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 147 CONTRACT ID: 632428001 PROJECT: RMC - 632428001 CONTRACT: 06184221 AWARD AMOUNT: $359,81 PROJECTED AMOUNT: $359,818.00 ADJ. PROJECTED AMOUNT: $359,818.00
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18 HIGHWAY: US 277 COUNTY: 08/09/2017 ESTIMATE PAID: AWARD DATE: 08/31/2017 ESTIMATE PERIOD:
20,521.28 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18-24.00 105 CONTRACT ID: 030001080 PROJECT: NH 1702(331) CONTRACT: 08173204 AWARD AMOUNT: $18,990,864.89 PROJECTED AMOUNT: $18,990,864.89 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: SH 31 COUNTY: 11/04/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:
241,240.97 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 444 CONTRACT ID: 016211001 PROJECT: STP 1502(488) CONTRACT: 11153201 AWARD AMOUNT: $105,980,139.92 PROJECTED AMOUNT: $108,981,339.92 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/11/19 HIGHWAY: IH 35 COUNTY: 02/06/2013 ESTIMATE PAID: AWARD DATE: 02/28/2013 ESTIMATE PERIOD:
2,852.08 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/11/19 49 CONTRACT ID: 001607132 PROJECT: IM 0352(341) CONTRACT: 02133206 AWARD : $287,874.50 PROJECTED : $287,874.50 ADJ. PROJECTED : $290,726.58
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 HIGHWAY: FM 156 COUNTY: 11/03/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:
140,750.73 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17-6.00 200 CONTRACT ID: 071801064 PROJECT: C 718-1-64 CONTRACT: 11153002 AWARD : $32,541,855.76 PROJECTED : $33,273,455.77 ADJ. PROJECTED :
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: FM 762 COUNTY: 01/05/2018 ESTIMATE PAID: AWARD DATE: 01/25/2018 ESTIMATE PERIOD:
220,119.27 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 124 CONTRACT ID: 054303067 PROJECT: STP 2018(416)MM CONTRACT: 01183201 AWARD AMOUNT: $30,289,272.41 PROJECTED AMOUNT: $31,279,648.40 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: IH 20 COUNTY: 05/08/2013 ESTIMATE PAID: AWARD DATE: 05/30/2013 ESTIMATE PERIOD:
455,691.25 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 542 59.00 CONTRACT ID: 000505102 PROJECT: DMO 2012(263) CONTRACT: 05133202 AWARD : 18,434,933.58 PROJECTED : 18,604,933.60 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 HIGHWAY: 05/03/2016 ESTIMATE PAID: AWARD DATE: 05/26/2016 ESTIMATE PERIOD:
3,933,355.47 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/18 791 CONTRACT ID: 628572001 PROJECT: RMC - 628572001 CONTRACT: 05164007 AWARD AMOUNT: $20,967,966.00 PROJECTED AMOUNT: $20,970,966.00 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 10/05/2016 ESTIMATE PAID: AWARD DATE: 10/27/2016 ESTIMATE PERIOD: 00/00/0000 % TIME USED:
389,480.02 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/07/18 294-4.00-17.00 CONTRACT ID: 050601105 PROJECT: NH 1602(416) CONTRACT: 10163002 AWARD : $13,863,443.80 PROJECTED : $14,081,920.80 ADJ. PROJECTED
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 HIGHWAY: IH 10 COUNTY: 07/08/2015 ESTIMATE PAID: AWARD DATE: 07/30/2015 ESTIMATE PERIOD:
358,904.13 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 10/10/18 841 CONTRACT ID: 007207066 PROJECT: C 72-7-66 CONTRACT: 07153205 AWARD : $31,159,119.31 PROJECTED : $31,159,119.31 ADJ. PROJECTED : $31,518,023.44
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 HIGHWAY: US 290 COUNTY: 05/05/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
5,047,590.65 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 12/11/17 617 289.00 CONTRACT ID: 005006086 PROJECT: NH 1502(184) CONTRACT: 05153002 AWARD AMOUNT: $36,840,375.34 PROJECTED AMOUNT: $37,065,377.33
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 HIGHWAY: IH 10 COUNTY: 05/02/2017 ESTIMATE PAID: AWARD DATE: 05/25/2017 ESTIMATE PERIOD:
262,998.10 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 08/10/18 247 6.00 CONTRACT ID: 007207041 PROJECT: NH 2017(990) CONTRACT: 05173001 AWARD : 63,063,378.38 PROJECTED : 63,063,378.38 ADJ. PROJECTED :
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: COUNTY: 10/25/2015 ESTIMATE PAID: AWARD DATE: 11/01/2015 ESTIMATE PERIOD:
1,554,603.20 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 792 73 CONTRACT ID: 629050001 PROJECT: SUP - 629050001 CONTRACT: 10154031 AWARD AMOUNT: $1,697,780.64 PROJECTED AMOUNT: $1,697,780.64 ADJ.
CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/12/18 HIGHWAY: US 90 COUNTY: 05/06/2015 ESTIMATE PAID: AWARD DATE: 05/28/2015 ESTIMATE PERIOD:
231,995.19 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/12/18 579 6 CONTRACT ID: 002407058 PROJECT: NH 1502(164) CONTRACT: 05153203 AWARD : 22,716,470.32 PROJECTED : 22,716,470.31 ADJ. PROJECTED : 22,948,465.50
Addendum No: 1 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 1 PLEASE REVIEW THE FOLLOWING PAGES. Firm: Address
CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-6640 Fax: 254 / 750-8063 www.waco-texas.com Date: 11/6/17 RFB No: 2017-066 Commodity: Sidewalk Improvement Plans Closing
20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
New Jersey Department of Transportation DATE : 04/10/12 PAGE : TABULATION OF BIDS
PAGE : 421-1 CONTRACT TIME : 12/15/12 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : 100% STATE MAINTENANCE ROADWAY REPAIR CONTRACT CENTRAL, CONTRACT NO. C204, DP 11421 ROUTES US 1 NB & SB, 18 NB
Franklin County Engineer's Office - Highway Design Dublin Road And Fishinger Road Improvements Rebid Bid Tabulation
2/20/2015 Page 1 of 16 Strawser Paving Co., Inc. Double Z Construction Co Decker Construction Company Shelly & Sands, Inc. 1595 Frank Road 2550 Harrison Road 3040 McKinley Avenue P.O.Box 2469 Columbus,
20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
10701 TRAFFIC CONTROL 1.00 LUMP SUM $4, $4, $ $4, $4, %
ACCOUNT NO. 10154-403-172 ACCOUNT NO. 10154-403-174 ACCOUNT NO. 11712-84-174-84600 ACCOUNT NO. 10154-403-172 10701 TRAFFIC CONTROL 1.00 LUMP SUM $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00
12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC
PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE
Average Bid Prices for Awarded Contracts Page 1 State Aid Projects Not Included 1/1/2016 to 12/31/2016
Average Bid Prices for Awarded s Page 1 Number Description Units Quantity Dollars (000S) Average Price 2011 2011601/00003 CONSTRUCTION SURVEYING LS 28.00 1241.85 $44,351.96 28 2011 2011601/00010 VIBRATION
DOCUMENTATION WORKBOOK FY 2018
DOCUMENTATION WORKBOOK SPECIFIC TASK TRAINING PROGRAM Conducted by the ILLINOIS CENTER FOR TRANSPORTATION (ICT) AND IDOT BUREAU OF CONSTRUCTION FY 2018 WORKBOOK TABLE OF CONTENTS Workbook Page 1... Maximum
TABULATION OF TENDERS
SECTION 1: Bridge Construction (Structure) ste) ROAD NO: 75 SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M. D. Steele Construction Ltd. 6,878,000.00 6,878,000.00 Gateway Construction & Engineering
TENDER NO TABULATION OF TENDERS INFRASTRUCTURE AND TRANSPORTATION SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL
SUMMARY OF PRICES CONTRACTOR SECTION 1 BID TOTAL M.D. Steele Construction Ltd. 886,000.00 886,000.00 Gateway Construction & Engineering Ltd. 973,368.80 973,368.80 Graham Construction and Engineering Inc.
Colorado Department of Transportation Structure Inspection and Inventory Report (English Units)
10/23/2017 Header Information Colorado Department of Transportation Structure Inspection and Inventory Report (English Units) Bridge Name: D-02-PR-030A Inspection Date: 12/2/2015 Sufficiency Rating: Inspection
Rapid Response Team, LLC
1 Insured: Cordero, Esther Home: (407) 433-6956 Property: 602 Green Dr. Kissimmee, FL 34759 Claim Rep.: Taye Garnett Business: (561) 988-9170 x 3612 Position: Claims Adjuster E-mail: tgarnett@peoplestrustinsurance.
DESIGN BULLETIN No. 39/2006 (Revised June 2007) June 2007 Amendment to Design Bulletin #39/2006
Design Bulletin 39 - Revised Tender Submission Requirements DESIGN BULLETIN No. 39/2006 (Revised June 2007) TENDER SUBMISSION REQUIREMENTS June 2007 Amendment to Design Bulletin #39/2006 This amendment
DISTRICT ATLANTA 3004 BOWIE US STP 2012(053) $ 4,495, NO AWARD
HIGHWAY AND TRANSPORTATION ENHANCEMENT BUILDING CONSTRUCTION CONTRACTS PAGE 1 DISTRICT ATLANTA 3004 BOWIE US 67 0010-11-068 STP 2012(053) 110.500 $ 4,495,000.00 5-12.80 NO AWARD CONTRACTOR: CLARK CONSTRUCTION
Materials. Use materials meeting the following.
208.01 Section 208. SOIL EROSION AND SEDIMENTATION CONTROL 208.01 Description. Install and maintain erosion and sedimentation controls to minimize soil erosion and to control sedimentation from affecting
Franklin County Engineer's Office Riggins Road Extension Avery To Wilcox Bid Tabulation
5/09/2016 Page 1 of 50 George J. Igel Co., Inc. Trucco Construction Co., Inc. Shelly & Sands, Inc. Elite Excavating Co. Of Ohio, Inc. 2040 Alum Creek Dr 3531 Airport Rd P.O.Box 2469 4500 Snodgrass Road
Business: Address, City, State, zip code
Insured: Property: X X X X X X X X X Reference: Company: XXXXX Sample State Insurance Contractor: xxxxxx xxxx Business: (xxx) xxx-xxxx Company: xxxxx xxxxx xxx. E-mail: xxxxxx@gmail.com Business: Claim
BUILDING HOME CONSTRUCTION
1 Area Items: DECK # 1 CONST-COMPANY Proposed DECK # 1 DESCRIPTION QNTY REMOVE REPLACE TOTAL 1. Stair stringer - Labor only 96.00 LF 0.00 4.47 429.12 2. Stair riser - Labor only 28.00 EA 0.00 12.56 351.68
Summary of Bids Received For
Summary of Bids Received For Mt. Carmel Road, Vicbarb Lane & Apple Blossom Lane Local Sewer MSD ID: 10370045 Firm Name Bid Total $ $1,074,100.00 Howell Contractors Inc. $1,083,694.00 Sunesis Construction
Prime6400 Software. Furnish and Install: Architectural Metalwork. SS Counter Tops Metal Brackets Metal Tops Metal Wall Panels
To: Prime Estimating & Software Services, LLC 4248 Kensington High Street Naples, Florida, U.S.A. 3405 Att: Doug Baxter Phone: (239) 213-1237 Fax: (239) 213-1237 Project: Mock Metalwork Project Address:
Specifications Whitcomb Elementary School Demolition January 15, 2016
SECTION 31 2500 - EROSION CONTROL PART 1 - GENERAL 1.1 RELATED DOCUMENTS: A. The provisions of the Contract Documents apply to the work of this Section. B. The Virginia Erosion and Sediment Control Handbook,
Limited Use Document This presentation is provided in the interest of the free exchange of ideas but may not represent the final or complete results
Limited Use Document This presentation is provided in the interest of the free exchange of ideas but may not represent the final or complete results of the research. The presentation is regarded as fully
Bob Rettig Construction and Consulting
1 Client: Sample A, Code Home: (714) 345-4265 Property: Main St. Anytown, Ca. 90000 Operator Info: Operator: JOE Estimator: 2 Company: Bob Rettig Construction Consulting Business: 30262 Crown Valley Parkway,
Exhibit "A" Date: 1/27/2011
Exhibit "A" Date: 1/27/2011 To: Bentley Communities Contact: Doug Knox Address: 1595 Paoli Pike Phone: 610-430-3700 West Chester, PA 19380 Fax: 610-430-3228 Project Name: Culbertson Village (Eastern Quadrent)(Phase
Provide sediment tubes for ditch check and Type A inlet structure filter applications that meet the minimum performance requirements of Table 1.
Supplemental Technical Specification for SEDIMENT TUBES SCDOT Designation: SC-M-815-1 (03/08) 1.0 Sediment Tubes This Supplemental Specification replaces sections 815.1.1.2, 815.2.3, 815.4.5, 815.5, and
CNC Catastrophe & National Claims
1 Insured: Howard Odom Cellular: (903) 235-9546 Property: 2860 Highway 4A Century, FL 32535 Claim Rep.: Jenielle Desmangles Business: (561) 988-9170 x 3591 Company: People's Trust Insurance Company Business:
Project T Dinkel Construction II, LLC. Construction. Brian Thompson Karl Brewer Chuck Cool Armando Tinajero Joshua Mattox
Compare Responses Event #: 1702 Status: Pending award Event Name: Curb Replacement Project T 841046.05 Number Of s: 7 Fit Excavating Quality Built Construction Dinkel Construction II, LLC Concrete Solutions,LLC
Trinity Construction S. Main St. #250 Aurora, CO (720) LAKEWOOD, CO 80226
1 Insured: Property: SHANE KATZ 198 S. HOLLAND ST. LAKEWOOD, CO 80226 Estimator: James Mosel Business: (720) 456-8329 Business: E-mail: james@trinityconstructionserv Aurora, CO 80017 ices.com Claim Number:
NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES
Page 1 of 5 NORTH DAKOTA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION TEMPORARY EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES 1. GENERAL Install, maintain and remove appropriate Temporary Best Management
HomeWorks Construction
1 Client: Kain - Put Back Home: Property: 11888 N. Coquillard Dr. South Bend, IN 46617 Operator: NKAIN Estimator: Adam Brown Business: (574) 876-8060 Company: Home Works E-mail: abrown@gohomeworks.com
File E28476 Vol. 7 Sec. 44 Page 1 Issued: Vol. 23 Sec. 18 Revised: Vol. 67 Sec. 4 and Report D E S C R I P T I O N
File E28476 Vol. 7 Sec. 44 Page 1 Issued: 1990-08-07 Vol. 23 Sec. 18 Revised: 2014-04-18 PRODUCT COVERED: USR - Series SL.156 Connectors. D E S C R I P T I O N USR - SL-156 Connectors, Receptacle Part
Critchfield Rd / SR-129
NOVEMBER 27, 2017 Critchfield Rd / SR-129 Intersection Safety Study Alternatives Report CRITCHFIELD INTERSECTION SAFETY STUDY Contents Introduction...1 Purpose...2 Existing Conditions...2 Proposed Alternatives...2
Designed by. Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction Time 400 Days
Independent Government Estimate Updated 6/22/18 Title Page Estimated by NAVFAC Cost Designed by Prepared by NAVFAC Cost Preparation Date 6/22/2018 Effective Date of Pricing 3/1/2019 Estimated Construction
WELCOME APWA How Best to Protect Asphalt Overlays with Interlayers - Delay Deterioration and Extend Pavement Life
WELCOME APWA 2015 How Best to Protect Asphalt Overlays with Interlayers - Delay Deterioration and Extend Pavement Life Dennis Rogers, Tensar Pavement Maintenance Manager, West All Data & analysis courtesy
FOR PROJECTS INITIATED AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP
AFTER NOVEMBER 1, 2008 ITEM 716 EMBANKMENT EARTH OUTLET SEDIMENT TRAP 716.1 Description. This work shall consist of furnishing, installing, maintaining, and removing temporary erosion protection and sediment
Tropical E.S. - BUDGET
Tropical E.S. - BUDGET Replace HVAC Chiller and Cooling Tower Description Budget COMMENTS GMP Design $45,90.92 Heard Construction $5,885.00 DDC Engineering Sub-Total Overhead @ 0% Profit @ 5% Contingency
What s New in the World of Winter Maintenance Technology. Laser Road Surface Sensor (LRSS) Functional Description
What s New in the World of Winter Maintenance Technology Dennis Burkheimer Winter Operations Administrator Iowa Department of Transportation John Scharffbillig Fleet Manager Minnesota Department of Transportation
Managing an Extreme Weather Event of Prolonged Duration May 22, 2013
Managing an Extreme Weather Event of Prolonged Duration May 22, 2013 MISSOURI RIVER FLOOD OF 2011 M I C H A E L J. K E N N E R L Y P. E. D I R E C T O R O F T H E O F F I C E O F D E S I G N I O W A D
Print Date Wed 16 January 2013 U.S. Army Corps of Engineers Time 07:48:43. Cost Estimate Report
Cost Estimate Report Title Page Plan J. without trails Springfield, Missouri Flood Risk Management Feasibility Study Class 4 Cost Estimate P2 Number 354082 Estimated by Designed by Prepared by Cost Engineering
401 PLANTMIX BITUMINOUS PAVEMENTS GENERAL Rev. June 10, 2004 401.03.16 SURFACING MISCELLANEOUS AREAS: Surfacing of road approaches and connections, street intersection areas, frontage roads, island areas,
Claim Rep.: Don Draughon Business: (818) Estimator: Michael Miller Business: (760)
1 Insured: Property: Venice Motel 1114 N. Golden State Blvd Turlock, CA 95380 Claim Rep.: Don Draughon Business: (818) 721-4280 Estimator: Michael Miller Business: (760) 985-9951 Contractor: Business:
ROCK EXCAVATION (GRADING) OPSS 206 INDEX
206-2 - OPSS 206 INDEX 206-2.1 GENERAL 206-2.1.1 Classification of Rock Materials 206-2.1.2 Tender Items 206-2.1.3 Other Excavation Tender Items 206-2.1.4 Specifications 206-2.1.5 Special Provisions 206-2.1.6
Use of Launched Soil Nails to Stabilize Landslides in Summit County, Ohio
Use of Launched Soil Nails to Stabilize Landslides in Summit County, Ohio Mitchell W. Weber, P.G. Gannett Fleming Engineers & Architects, P.C. Greg Bachman, P.E., P.S. County of Summit Engineer Robert
U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate
Print Date Tue 29 December 2015 Eff. Date 10/1/2015 U.S. Army Corps of Engineers - Buffalo District Project : Blanchard River Flood Control Project Cost Estimate Time 13:18:11 Title Page Estimated by AECOM
Linear Motors with ATEX and IECEx Certification
Linear Motors with EX Linear Motors with TEX and IECEx Certification Designed for explosion proof environement Categories: gas zones 1/2, dust zones 21/22 Stainless steel housing EN1.444 / ISI 316 Completely
Abitare Homeowners Association. Reserve Management Plan Type 1
Reserve Management Plan Type 1 Reserve Study With On-Site Analysis For 30-Year Projection Period Beginning January 1, 2016 Cover January 1, 2016 Page 2 Abitare Homeowners Association Reserve Management
B805 TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES - OPSS 805
B805 MEASURES - OPSS 805 805.1 GENERAL Construction activities frequently remove protective cover and expose soil to accelerated rates of erosion. Sediments generated thereby can be conveyed via runoff
X X X X X X X X. Montgomery Associates, Resource Solutions Construction Site Inspection Report/Erosion Control Checklist
Montgomery Associates, Resource Solutions Construction Site Inspection Report/Erosion Control Checklist Name of Permittee: Rock Koshkonong Lake District (RKLD) Construction Site (Project) Name: Lake Koshkonong
END4X, ENW4X, ENA4X. Product Specifications VERTICAL EVAPORATOR COILS ALL N COIL MODELS CASED N COILS UNCASED N COILS ENA4X WARRANTY*
ENVIRONMENTALLY SOUND REFRIGERANT VERTICAL EVAPORATOR COILS ALL N COIL MODELS 1½ thru 5 Tons Available for environmentally sound R 410A systems Copper tube / aluminum fin N coil with latest high tech fin
API 661 Air-Cooled Heat Exchanger - Specification Sheet Job No Item No. HE-2720 Page Page 1 By D.HOLK Date 9/24/2013 Revision 2
API 661 Air-Cooled Heat Exchanger - Specification Sheet Job No. 18680-3 Item No. HE-2720 Page Page 1 By D.HOLK Date 9/24/2013 Revision 2 Proposal No. Contract No. Inquiry No. Order No. Manufacturer TEX-FIN,
3D Force Couple System and Resultant. Q.No.1: Replace the force system by an equivalent force and couple moment at point A.
3D Force Couple System and Resultant Q.No.1: Replace the force system by an equivalent force and couple moment at point A. Q.No.2: Handle forces F1 and F2 are applied to the electric drill. Replace this
LAMP /X1C2-1UWA
Features Popular T-1 3/4 round package High luminous power Typical chromaticity coordinates x=0.40, y=0.39 according to CIE1931 Bulk, available taped on reel. ESD-withstand voltage: up to 4KV The product
PEACE REGION (PEACE RIVER- HIGH LEVEL AREA) GEOHAZARD ASSESSMENT CALL-OUT PH56: EMBANKMENT FAILURE ON HWY 35:08 SOUTHWEST OF MEIKLE RIVER CROSSING
( (/)...,. - (D
TEXAS TRANSPORTATION COMMISSION
TEXAS TRANSPORTATION COMMISSION VARIOUS Counties MINUTE ORDER Page 1 of 1 VARIOUS Districts Pursuant to Transportation Code, Chapter 223, Subchapter A, and Title 43, Texas Administrative Code, Chapter
Product Type: DC Stock: Stock Description: 1/3HP.1750RPM.MSS56C.TEFC.90V.CONT.40C.1.0SF.RIGID C.DC NEMA.C42D17FK4C.
Catalog # : 098004.00 Model: C42D17FK4 Product Type: DC Stock: Stock Description: 1/3HP.1750RPM.MSS56C.TEFC.90V.CONT.40C.1.0SF.RIGID C.DC NEMA.C42D17FK4C Quote: Price: Date: 05/18/2016 Catalog # : 098004.00
Insured: Ana Cid Home: (714) Property: Vista View Lake Elsinore, CA 92530
1 Insured: Ana Cid Home: (714) 515-9871 Property: 15002 Vista View Lake Elsinore, CA 92530 Claim Rep.: Doug Felberg Business: (916) 694-8006 E-mail: d.felberg@pacificspecialty.com Estimator: Bryan Reece
ADDENDUM NO. 1. PROJECT NAME: Surf Road NRCS Drainage Improvements PRI PROJECT NO: Wakulla Co ITB #
ADDENDUM NO. 1 DATE: January 23, 214 TO: Prospective Bidders via individual e-mails FROM: Alan Wise, P.E. PROJECT NAME: Surf Road NRCS Drainage Improvements PRI PROJECT NO: 23.18 --- Wakulla Co ITB #214-3
Te l e p h o n e C o n d u i t & F i t t i n g s C a t a l o g
Te l e p h o n e C o n d u i t & F i t t i n g s C a t a l o g HIGHLAND VALLEY SUPPLY, INC STANDARD TERMS AND CONDITONS OF SALE Payment Terms: Payment terms are printed on every invoice. Invoices not paid
ENH4X. Product Specifications HORIZONTAL EVAPORATOR COILS ALL CASED N COIL MODELS WARRANTY*
ENVIRONMENTALLY SOUND REFRIGERANT ENH4X Product Specifications HORIZONTAL EVAPORATOR COILS ALL CASED N COIL MODELS 2 thru 5 Tons Available for environmentally sound R 410A systems Copper tube / aluminum
SNOW AND ICE CONTROL GUIDELINES
SNOW AND ICE CONTROL GUIDELINES 2017-2018 I. PERSONNEL All Department of Public Works and Parks and Recreation personnel shall be available for snow and ice control operations. The City may also utilize
Case Histories and Practical Examples
SUMMER SCHOOL SIIV 2012 - ROAD SAFETY MANAGEMENT Theoretical principles and practical application in the framework of the European Directive 2008/96/CE Catania 24-28 September 2012 Case Histories and Practical
Recloser/Fuse Coordination Table Maximum Downline Fuse "200N" (Amps)
Recloser (Amps) Recloser/Fuse Coordination Table Maximum Downline Fuse "200N" (Amps) Bypass Fuse "200N" (Amps) 15 5 15 25 10 30 35 15 40 50 20 65 70 30 80 100 40 125 100 VERSA TECH 20 65 140 VERSA TECH
Woodford County Erosion Prevention Plan and Permit. Application #
Woodford County Erosion Prevention Plan and Permit Application # Date Instructions: Applicant will complete Parts A and B, and attach a proposed site diagram. This diagram must be completed in accordance
OC Public Works El Niño Storm Preparation 2015
OC Public Works El Niño Storm Preparation 2015 December 8, 2015 Overview About OC Public Works Storm Preparation Pre-Storm During Storm Post-Storm Storm Preparation Canyon and Burn Areas County Department
FIG. A1 TODDY THOMAS SCHOOL - NORTH SAFE ROUTES TO SCHOOL CONCEPTUAL LAYOUT CITY OF FORTUNA TODDY THOMAS SCHOOL - NORTH GENERAL NOTES KEYNOTES
GENERAL NOTES. NEW & RELOCATED ROADWAY SIGNS NOT SHOWN FOR CLARITY BUT, ARE INCLUDING IN CONCEPTUAL DESIGN COST ESTIMATE. KEYNOTES E X I S T I N G D E V E L O P M E N T. NEW 5' WIDE CONCRETE SIDEWALK.
Insured: Ana Cid Home: (714) Property: Vista View Lake Elsinore, CA 92530
1 Insured: Ana Cid Home: (714) 515-9871 Property: 15002 Vista View Lake Elsinore, CA 92530 Claim Rep.: Doug Felberg Business: (916) 694-8006 E-mail: d.felberg@pacificspecialty.com Estimator: Bryan Reece
Restoration Management Company
1 Insured: Sandoval, Evangelina Home: (209) 669-6960 Property: 4112 Summerfield Drive Turlock, CA 95382 Claim Rep.: Pacific Specialty/ Chima, Mandy Business: (916) 637-8231 Fax: (650) 780-4820 E-mail:
GHANA MINISTRY OF ROADS AND HIGHWAYS URBAN TRANSPORT PROJECT 4334-GH P DEPARTMENT OF URBAN ROADS. Serial No. Component Description*
Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized Public Disclosure Authorized UPDATED PROCUREMENT PLAN FOR WORKS DATE SUBMITTED: 23 JAN 2015 COUNTRY: COORDINATING
LUDLUM MODEL NEUTRON DETECTOR. December 2017
LUDLUM MODEL 42-49 NEUTRON DETECTOR December 2017 LUDLUM MODEL 42-49 NEUTRON DETECTOR December 2017 Model 42-49 Neutron Detector Technical Manual Table of Contents Introduction 1 Unpacking and Repacking
Linear Motors Stainless Steel IP69K
Linear Motors Stainless Steel IP69K Stainless Steel Motors IP69K Designed for harsh or aggressive environment Hygienic design for food industry Stainless steel housing EN1.444 / ISI 316 Completely sealed,